HomeMy WebLinkAbout1560, 1570 Brookhollow Dr & 1540 E Warner Ave - REV 1 - PlanTOTAL ENGINEERING SERVICES, INC.
Structural Calculations
Project:
Prepared for:
1544, 1560, 1570 Brookhollow Drive
Santa Ana, CA 2705
Brookhollow Trash Enclosures
1544, 1560, 1570 Brookhollow Drive
Santa Ana, CA 2705
Brookhollow Trash Enclosures
S T R U C T U R A L E N G I N E E R S
TOTAL ENGINEERING SERVICES, INC
JOB NO:24-53 SHEET NO:
JOB NAME:Brookhollow Trash Enclosures ENGINEER:DA DATE:September '24
ANALYSIS:Vertical
Door Loads
3/16"x3" Bar:1.91 plf
18 Ga Panel:2.16 psf
2x2x3/16 HSS:4.32 plf
Door Height:8 ft
Door Width:3.75 ft
Total Bar Length:27.25 ft
Total Panel Area: 30 ft2
Bar Weight:7.2 lbs
Panel Weight:64.8 lbs
HSS Weight:101.52 lbs
Door Weight:173.5 lbs
Max. Moment:325.3 ft-lbs
Company:Date:10/29/2025
Engineer:Page:1/5
Project:
Address:
Phone:
E-mail:
Anchor Designer™
Software
Version 3.0.7947.25
1.Project information
Customer company:
Customer contact name:
Customer e-mail:
Comment:
Project description:
Location:
Fastening description:
2. Input Data & Anchor Parameters
General
Design method:ACI 318-14
Units: Imperial units
Anchor Information:
Anchor type: Concrete screw
Material: Carbon Steel
Diameter (inch): 0.500
Nominal Embedment depth (inch): 3.250
Effective Embedment depth, hef (inch): 2.350
Code report: ICC-ES ESR-2713
Anchor category: 1
Anchor ductility: No
hmin (inch): 5.00
cac (inch): 3.56
Cmin (inch): 1.75
Smin (inch): 3.00
Base Material
Concrete: Normal-weight
Concrete thickness, h (inch): 48.00
State: Cracked
Compressive strength, f’c (psi): 2500
Ψc,V: 1.0
Reinforcement condition: B tension, B shear
Supplemental reinforcement: Not applicable
Reinforcement provided at corners: No
Ignore concrete breakout in tension: No
Ignore concrete breakout in shear: No
Ignore 6do requirement: Not applicable
Build-up grout pad: No
Base Plate
Length x Width x Thickness (inch): 4.00 x 24.00 x 0.25
Recommended Anchor
Anchor Name: Titen HD® - 1/2"Ø Titen HD, hnom:3.25" (83mm)
Code Report: ICC-ES ESR-2713
5956 W. Las Positas Boulevard Pleasanton, CA 94588 Phone: 925.560.9000 Fax: 925.847.3871 www.strongtie.comSimpson Strong-Tie Company Inc.
Input data and results must be checked for agreement with the existing circumstances, the standards and guidelines must be checked for plausibility.
Company:Date:10/29/2025
Engineer:Page:2/5
Project:
Address:
Phone:
E-mail:
Anchor Designer™
Software
Version 3.0.7947.25
Load and Geometry
Load factor source: ACI 318 Section 5.3
Load combination: not set
Seismic design: No
Anchors subjected to sustained tension: Not applicable
Apply entire shear load at front row: No
Anchors only resisting wind and/or seismic loads: No
Strength level loads:
Nua [lb]: 0
Vuax [lb]: 0
Vuay [lb]: 174
Mux [ft-lb]: 326
Muy [ft-lb]: 0
Muz [ft-lb]: 0
<Figure 1>
5956 W. Las Positas Boulevard Pleasanton, CA 94588 Phone: 925.560.9000 Fax: 925.847.3871 www.strongtie.comSimpson Strong-Tie Company Inc.
Input data and results must be checked for agreement with the existing circumstances, the standards and guidelines must be checked for plausibility.
Company:Date:10/29/2025
Engineer:Page:3/5
Project:
Address:
Phone:
E-mail:
Anchor Designer™
Software
Version 3.0.7947.25
<Figure 2>
5956 W. Las Positas Boulevard Pleasanton, CA 94588 Phone: 925.560.9000 Fax: 925.847.3871 www.strongtie.comSimpson Strong-Tie Company Inc.
Input data and results must be checked for agreement with the existing circumstances, the standards and guidelines must be checked for plausibility.
Company:Date:10/29/2025
Engineer:Page:4/5
Project:
Address:
Phone:
E-mail:
Anchor Designer™
Software
Version 3.0.7947.25
Shear load y,
Vuay (lb)
Anchor Tension load,
Nua (lb)
3. Resulting Anchor Forces
Shear load combined,
√(Vuax)²+(Vuay)² (lb)
Shear load x,
Vuax (lb)
0.01 0.0 87.087.0
198.82 0.0 87.087.0
0.0 174.0Sum198.8 174.0
Maximum concrete compression strain (‰): 0.01
Maximum concrete compression stress (psi): 25
Resultant tension force (lb): 199
Resultant compression force (lb): 199
Eccentricity of resultant tension forces in x-axis, e'Nx (inch): 0.00
Eccentricity of resultant tension forces in y-axis, e'Ny (inch): 0.00
Eccentricity of resultant shear forces in x-axis, e'Vx (inch): 0.00
Eccentricity of resultant shear forces in y-axis, e'Vy (inch): 0.00
<Figure 3>
4. Steel Strength of Anchor in Tension (Sec. 17.4.1)
Nsa (lb)f fNsa (lb)
20130 0.65 13085
5. Concrete Breakout Strength of Anchor in Tension (Sec. 17.4.2)
Nb = kclaÖf’chef1.5 (Eq. 17.4.2.2a)
kc la f’c (psi)hef (in)Nb (lb)
17.0 1.00 2500 2.350 3062
fNcb = f (ANc / ANco)Yed,NYc,NYcp,NNb (Sec. 17.3.1 & Eq. 17.4.2.1a)
ANc (in2)ANco (in2)ca,min (in)Yed,N Yc,N Ycp,N Nb (lb)f fNcb (lb)
49.70 49.70 3.75 1.000 1.00 1.000 3062 0.65 1990
8. Steel Strength of Anchor in Shear (Sec. 17.5.1)
Vsa (lb)fgrout f fgroutfVsa (lb)
7455 1.0 0.60 4473
9. Concrete Breakout Strength of Anchor in Shear (Sec. 17.5.2)
Shear parallel to edge in x-direction:
V by = min|7(le / da)0.2ÖdalaÖf’cca11.5; 9laÖf’cca11.5| (Eq. 17.5.2.2a & Eq. 17.5.2.2b)
le (in)da (in)la f’c (psi)ca1 (in)Vby (lb)
2.35 0.500 1.00 2500 3.75 2449
fVcbgx = f (2)(AVc / AVco)Yec,VYed,VYc,VYh,VVby (Sec. 17.3.1, 17.5.2.1(c) & Eq. 17.5.2.1b)
AVc (in2)AVco (in2)Yec,V Yed,V Yc,V Yh,V Vby (lb)f fVcbgx (lb)
126.56 63.28 1.000 1.000 1.000 1.000 2449 0.70 6858
5956 W. Las Positas Boulevard Pleasanton, CA 94588 Phone: 925.560.9000 Fax: 925.847.3871 www.strongtie.comSimpson Strong-Tie Company Inc.
Input data and results must be checked for agreement with the existing circumstances, the standards and guidelines must be checked for plausibility.
Company:Date:10/29/2025
Engineer:Page:5/5
Project:
Address:
Phone:
E-mail:
Anchor Designer™
Software
Version 3.0.7947.25
10. Concrete Pryout Strength of Anchor in Shear (Sec. 17.5.3)
fV cpg = fkcpNcbg = fkcp(A Nc / A Nco)Yec,NYed,NYc,NYcp,NNb (Sec. 17.3.1 & Eq. 17.5.3.1b)
kcp ANc (in2)ANco (in2)Yec,N Yed,N Yc,N Ycp,N Nb (lb)f fVcpg (lb)
1.0 99.41 49.70 1.000 1.000 1.000 1.000 3062 0.70 4287
11. Results
Interaction of Tensile and Shear Forces (Sec. 17.6.)
Tension Factored Load, Nua (lb)Design Strength, øNn (lb)Ratio Status
Steel 199 13085 0.02 Pass
Concrete breakout 199 1990 0.10 Pass (Governs)
Shear Factored Load, Vua (lb)Design Strength, øVn (lb)Ratio Status
Steel 87 4473 0.02 Pass
|| Concrete breakout x-174 6858 0.03 Pass
Pryout 174 4287 0.04 Pass (Governs)
Interaction check Nua/fNn Vua/fVn Combined Ratio Permissible Status
Sec. 17.6..1 0.10 0.00 10.0%1.0 Pass
1/2"Ø Titen HD, hnom:3.25" (83mm) meets the selected design criteria.
12. Warnings
- Designer must exercise own judgement to determine if this design is suitable.
- Refer to manufacturer’s product literature for hole cleaning and installation instructions.
5956 W. Las Positas Boulevard Pleasanton, CA 94588 Phone: 925.560.9000 Fax: 925.847.3871 www.strongtie.comSimpson Strong-Tie Company Inc.
Input data and results must be checked for agreement with the existing circumstances, the standards and guidelines must be checked for plausibility.
*
*
*
*
*
**
*
*
*
*
*
*
*
*
55 F
R
E
E
W
A
Y
WARNER AVE.
GR
A
N
D
A
V
E
.
15
0
6
1504
15
0
2
1500
1530
1532
1516
1518
1522
1526
1524
1520
1538
1536
1544
15
0
8
15
1
0
15
2
8
15
3
4
156
0
155
4
154
8
154
0
157
0
A-2.2
1
18'
-
0
"
A-2.1
2
1 & 2
1 & 2
---
-1 & 2
TRASH ENCLOSURE @ BLDG. 1570
TRASH & STORAGE ENCLOSURE @ BLDG. 1560
STORAGE ENCLOSURE @ BLDG. 1540
BRO
O
K
H
O
L
L
O
W
D
R
BRO
O
K
H
O
L
L
O
W
D
R
BRO
O
K
H
O
L
L
O
W
D
R
BR
O
O
K
H
O
L
L
O
W
D
R
74' -
7
"
(
F
S
D
)
245' - 9" (FSD)
A-2.0
27' -
8
"
(
F
S
D
)
183
'
-
5
"
(
F
S
D
)
163'
-
9
"
(
F
S
D
)
19' -
1
1
"
(
F
S
D
)
64' -
6
"
(
F
S
D
)
32
'
-
0
"
(
F
S
D
)
11' - 2" (FSD
)
12' -
7
"
(
F
S
D
)
12' -
8
"
(
F
S
D
)
4
STORAGE @ 1540:
ALLOWABLE AREA: 26,000 SF
PROPOSED AREA: 566 SF
536 / 26,000 SF = 0.02
0.02 < 1 (CBC 508.4.2)
STORAGE @ 1560:
ALLOWABLE AREA: 26,000 SF
PROPOSED AREA: 388 SF
371 / 26,000 SF = 0.01
0.01 < 1 (CBC 508.4.2)
STORAGE @ 1570:
ALLOWABLE AREA: 26,000 SF
PROPOSED AREA: 370 SF
318 / 26,000 SF = 0.01
0.01 < 1 (CBC 508.4.2)
Aa = (At + (NS x If)
S-2 OCCUPANCY:
At = 26,000 SF
NS = 26,000 SF
If = 0 (PER CBC 506.3.3)
Aa = (At + (NS x If)
Aa = (26,000 + (26,000 x 0)
Aa = 26,000 SF
PROJECT NUMBER:
DATE:
ISSUES / REVISIONS
SEAL
CHECKED BY:
DRAWN BY:
DATE DESCRIPTIONNO.
a r c h i t e c t s
15375 Barranca Pkway . Ste. A-216
Irvine, CA 92618
T: 949.788.9223
F: 949.788.0716
SNIHS
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Expires
JANUARY 2027
RTADIVA
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No.C18642
HS
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09/05/24 PC SUBMITTAL
A-0.1
A.A
D.S
24-09-05
0624
1540 E WARNER AVE,
1560 & 1570
BROOKHOLLOW DRIVE
SANTA ANA, CA 92705
BROOKHOLLOW
OFFICE PARK
STORAGE &
TRASH
ENCLOSURE
OVERALL SITEPLAN
1" = 80'-0"
OVERALL SITE PLAN1
ALLOWABLE AREA CALCULATION
1 02/14/25 PC RESUBMITTAL
4 10/01/25 FIELD REVISION
LO
T
1
LO
T
2
LOT3
LO
T
4
LOT5
LO
T
6
LOT7
LOT9
LOT8
LOT10
LOT11
LOT12
LOT13
LOT14
LOT15
LOT16
LOT17
LOT18
*
*
*
*
*
**
*
*
*
*
*
*
*
*
55 F
R
E
E
W
A
Y
WARNER AVE.
GR
A
N
D
A
V
E
.
T
T
TT
T
T
T
T
T
T
T
T
15
0
6
1504
15
0
2
1500
1530
1532
1516
1518
1522
1526
1524
1520
1538
1536
1544
15
0
8
15
1
0
15
2
8
15
3
4
156
0
155
4
154
8
154
0
157
0
AREA OF SCOPE
1
2
3
4
18
V.
I
.
F
.
9'
-
8
"
9' - 8"
27' - 2"
9' - 0"
15' - 6"
3
4
5
6
7
7
8
9
20
'
-
0
"
10
A-2.1.1
4
A-2.1.11
A-2.1.1
3
A-2.1.1 2 191 SF
GENERAL MAINTINACE
STORAGE
44 SF
SUPPLIES
4'
-
6
"
69 SF
TRASH ENCLOSURE
1' - 2"8' - 4"
12
'
-
4
"
04
12
05
06
1' - 2"10' - 0" MIN.
9"
14
15
8' - 4"
16
24" MIN. CLR.
60
"
M
I
N
.
C
L
R
.
17 19
0' - 9"
(E) 4' - 0"
5' - 0" MIN.
20 5'
-
0
"
M
I
N
.
A-2.1.1
4
A-2.1.11
A-2.1.1
3
A-2.1.1 2
6' - 0"3' - 7"
4' - 4"
EQ
EQ
EQ
EQ
A-2.1.1
4
A-2.1.11
A-2.1.1
3
A-2.1.1 2 1/
2
"
/
1
'
-
0
"
11
27' - 2"
13
'
-
8
"
13
PROJECT NUMBER:
DATE:
ISSUES / REVISIONS
SEAL
CHECKED BY:
DRAWN BY:
DATE DESCRIPTIONNO.
a r c h i t e c t s
15375 Barranca Pkway . Ste. A-216
Irvine, CA 92618
T: 949.788.9223
F: 949.788.0716
SNIHS
Y
K
S E
Expires
JANUARY 2027
RTADIVA
D
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ET
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r
NCE
I
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No.C18642
HS
ialCfoef
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09/05/24 PC SUBMITTAL
KEYNOTES
A-2.1
Author
Checker
24-09-05
0624
1540 E WARNER AVE,
1560 & 1570
BROOKHOLLOW DRIVE
SANTA ANA, CA 92705
BROOKHOLLOW
OFFICE PARK
STORAGE &
TRASH
ENCLOSURE
1560 ENLCOSURE
PLANS
1/4" = 1'-0"
TRASH ENCLOSURE @ BLDG 1560 - DEMOLITION PLAN1
1/4" = 1'-0"
TRASH/ STORAGE ENCLOSURE @ BLDG 1560 - PROPOSED PLAN2
1 (E) CONC. PAD TO REMAIN
2 (E) TRASH ENCLOSURE TO BE REMOVED
3 LINE OF RIGHT OF WAY
4 LINE OF NEW PERMANENT EASEMENT
5 8" CMU WALL
6 TWO 3 YD. TRASH BINS
7 METAL SWING GATES
8 NEW PARKING STALL
9 NEW DOUBLE STRIPING PER CITY REQ.
10 NEW WHEEL STOP
11 SLOPED CORRUGATED METAL ROOF
12 6"X 6" CONCRETE CURB
13 STRUCTURAL BEAM BELOW
14 PROVIDE LANDSCAPING FOR SCREENING
15 95 GALLON BIN
16 TEMPORARY GOLF CART PARKING
17 PROVIDE LEVEL AREA @ DOOR, NOT TO EXCEED 2% SLOPE
18 REMOVE SECTION OF (E) SIDEWALK & CURB
19 (N) 6" CONCRETE CURB, PAINT RED
20 EXTEND PAVED SIDEWALK TO PROVIDE MIN. 5' WIDTH @ DOOR
LANDING
KEYPLAN
1/4" = 1'-0"
ENCLOSURE @ BLDG. 1560 - REFLECTED CEILING PLAN3
1/4" = 1'-0"
TRASH/ STORAGE ENCLOSURE @ BLDG 1560 - ROOF PLAN4
1 02/14/25 PC RESUBMITTAL
2 04/24/25 PC RESUBMITTAL
4 10/01/25 FIELD REVISION
NOTES
1.LANDSCAPE TOOLS AND PROPERTY MAINTENANCE
EQUIPMENT WILL BE STORED IN THE STORAGE.
4
4
4
4
4
4
LO
T
1
LO
T
2
LOT3
LO
T
4
LOT5
LO
T
6
LOT7
LOT9
LOT8
LOT10
LOT11
LOT12
LOT13
LOT14
LOT15
LOT16
LOT17
LOT18
*
*
*
*
*
**
*
*
*
*
*
*
*
*
55 F
R
E
E
W
A
Y
WARNER AVE.
GR
A
N
D
A
V
E
.
T
T
TT
T
T
T
T
T
T
T
T
15
0
6
1504
15
0
2
1500
1530
1532
1516
1518
1522
1526
1524
1520
1538
1536
1544
15
0
8
15
1
0
15
2
8
15
3
4
156
0
155
4
154
8
154
0
157
0
LOT
1
LOT2LOT3LOT4LOT5LOT6LOT7LOT9LOT8LOT10LOT11
LO
T
1
2
LOT13
LO
T
1
4
LO
T
1
5
LO
T
1
6
LOT17LOT18*********
*
*
*
*
*
*55 FREEWAYWARNER AVE.
GRA
N
D
A
V
E
.
TTTTT
T
T
TT
T
T
T150615041502150015301532151615181522152615241520153815361544
1508
1510
15281534 1560155415481540
1570
AREA OF SCOPE
1
2
3
15
15
15' - 6"
9'
-
0
"
10
'
-
2
"
4
5
6
7
A-2.24A-2.2 8
A-2.2
6
A-2.2
7
202 SF
STORAGE
61 SF
TRASH ENCLOSURE
11
0708
7' - 2"
(E) PARKING(E) PARKING
13
1414
9"9"
8"
16
17
60
"
M
I
N
.
C
L
R
.
24" MIN. CLR.18
6' - 4"8"6' - 4"1' - 6"
4
A-2.24A-2.2 8
A-2.2
6
A-2.2
7
1/
2
"
/
1
'
-
0
"
15' - 6"
20
'
-
6
"
10
12
8'
-
0
"
8'
-
1
0
"
8910
7'
-
0
"
414
7
8
9
10
4
89104
1'
-
0
"
7'
-
0
"
8'
-
0
"
1489104
1'
-
0
"
7'
-
0
"
8'
-
0
"
14
1570
ACCESSIBLE PATH OF
TRAVEL, MAX SLOPE 1:20 IN
DIRECTION OF TRAVEL &
MAX. CROSS SLOPE 1:48
PROJECT NUMBER:
DATE:
ISSUES / REVISIONS
SEAL
CHECKED BY:
DRAWN BY:
DATE DESCRIPTIONNO.
a r c h i t e c t s
15375 Barranca Pkway . Ste. A-216
Irvine, CA 92618
T: 949.788.9223
F: 949.788.0716
SNIHS
Y
K
S E
Expires
JANUARY 2027
RTADIVA
D
CT
ET
nia
r
NCE
I
tat
No.C18642
HS
ialCfoef
I
o
S
CRE
L
09/05/24 PC SUBMITTAL
KEYNOTES
A-2.2
A.A
D.S.
24-09-05
0624
1540 E WARNER AVE,
1560 & 1570
BROOKHOLLOW DRIVE
SANTA ANA, CA 92705
BROOKHOLLOW
OFFICE PARK
STORAGE &
TRASH
ENCLOSURE
1570 ENCLOSURE
PLANS
1/4" = 1'-0"
TRASH/ STORAGE ENCLOSURE @ BLDG 1570 - DEMOLITION PLAN1
1/4" = 1'-0"
TRASH/ STORAGE ENCLOSURE @ BLDG 1570 - PROPOSED PLAN2
1 (E) CONC. PAVING TO BE REMOVED
2 (E) CONC. CURB TO BE PARTIALLY REMOVED
3 (E) ASPHALT TO BE PARTIALLY REMOVED FOR NEW CONC. PAD
4 8" CMU WALL W/ STUCCO VENEER FINISH
5 (1) 3-YD TRASH BIN
6 NEW CONC. PAD
7 METAL SWING GATES
8 STEEL COLUMN PER STRUCTURAL DRAWINGS
9 PERFORATED SHEET METAL, REVAMP COMPLEX HONEYCOMB
RP031, T002-BK08 FINISH
10 SLOPED CORRUGATED METAL ROOF
11 6"X 6" CONCRETE CURB
12 STRUCTURAL BEAM BELOW
13 95 GALLON BIN
14 PROVIDE LANDSCAPING FOR SCREENING
15 (E) CONC. CURB TO REMAIN
16 TEMPORARY GOLF CART PARKING
17 PROVIDE STRIPING PER CITY OF SANTA ANA STANDARDS, SEE
DWG 9/A-2.2 FOR EXTENT OF STRIPING
18 PROVIDE LEVEL AREA @ DOOR, NOT TO EXCEED 2% SLOPE
KEYPLAN
1/4" = 1'-0"
TRASH/ STORAGE ENCLOSURE @ BLDG 1570 - ROOF PLAN3
1/4" = 1'-0"
ENCLOSURE @ 1570 - EAST ELEVATION4 1/4" = 1'-0"
ENCLOSURE @ 1570 - NORTH ELEVATION6
1/4" = 1'-0"
ENCLOSURE @ 1570 - SOUTH ELEVATION7 1/4" = 1'-0"
ENCLOSURE @ 1570 - WEST ELEVATION8
1 02/14/25 PC RESUBMITTAL
2 04/24/25 PC RESUBMITTAL
4 10/01/25 FIELD REVISION
A 07/22/25 BID CLARIFICATION
NOTES
1.LANDSCAPE TOOLS AND PROPERTY MAINTENANCE
EQUIPMENT WILL BE STORED IN THE STORAGE.
1/16" = 1'-0"
ACCESSIBLE PATH OF TRAVEL DIAGRAM9@ BLDG. 1570
4
4 4
4
1.
NOTES:
CONTRACTOR TO SUPPLY AND INSTALL ALL
NECESSARY HINGES, CANE, BOLTS AND LATCHES,
ETC. AS REQUIRED FOR OPERATIONAL GATES. LATCH
SHALL POSITIVELY ENGAGE TO PREVENT WIND
MOVEMENT.
4 HINGES REQUIRED PER GATE BOLTS AND
ANCHORS ATTACHED PER JAMB DETAILS
GATE LATCH
3/16" X 3" BAR
20 GA. G.I. SIDING WITH 4" RIBBED PATTERN
SPOT WELDED TO FRAME (PAINT)
DOUBLE LOCKABLE CANE BOLT
PE
R
D
O
O
R
S
C
H
E
D
U
L
E
PER PLAN
A-7.0
4
A-7.0
3
A-7.0
2
1/2" DIA. X 4" TITAN HD BOLT @ 18" O.C. , START
@ 6" FROM TOP AND BOTTOM OF GATE PANEL
8" CMU WALL/ W PLASTER FINISH,REFER
TO STRUCTURAL DWGS
2x2x3/16" STEEL TUBE FRAME
20 GA. G.I. SIDING WITH 4"
RIBBED PATTERN SPOT
WELD TO FRAME - PAINT
1X3X1/4" ANGLE W/ FILLET
WELDS TO FRAME
3X4X4 BUTT HINGES EA. GATE
WELDED TO ADJACENT ANGLE
2X4X1/4" STEEL TUBE, BOLTED TO
CMU WALL
DRILL 1" DIA. HOLE IN OUTER WALL FOR
INSTALLATION OF BOLT, PLUG HOLE AFTER
INSTALLATION W/ NEOPRENE PLUG
1/2" DIA. X 4" TITAN HD BOLT @ 18" O.C. ,
START @ 6" FROM TOP AND BOTTOM OF
GATE PANEL
2"5"2"
MAX.
1"3"
GATE FRAME
PIPE SLEEVE
TO RECEIVE
LOCK ROD
1/4" TYP.
3/4"
ROD
U-BOLT WELDED TO
GATE FOR LOCK
1/2" PLATE W/ SLOTTED
HOLE FOR LOCK
WELDED TO ROD
CENTER LINE OF TUBE
DRILL HOLE IN CONC. TO
RECEIVE 2" LONG PIPE
SLEEVE SET IN NON-SHRINK
GROUT (ONE HOLE EACH
FOR OPEN AND CLOSED
POSITION)
4"3/8"
BOTH SIDE
PIPE SLEEVE TO
RECEIVE 3/4" O.D. ROD
HASP FOR LOCK &
KEY @ OUTSIDE OF
ENCLOSURE YARD
3"3/8"
BOTH SIDE
PIPE SLEEVE TO
RECEIVE 3/4" O.D. ROD
1/
4
"
2"
3
3
/
4
"
2"
1"
1"
2"
5"
3"
1/2" PLATE W/
SLOT FOR HASP
1/2" THICK PLATE
LOCK HOLE
3/4" O.D. ROD
PIPE SLEEVE TO
RECEIVE 3/4" O.D. ROD
HOLLOW METAL FRAME MASONRY ANCHOR @ 24" O.C.
SEALANT
DOOR, AS SCHEDULED
WEATHER STRIPPING
ANCHORS (3 - MIN. PER JAMB)
8" CMU WALL
EXTERIOR INTERIOR
DOOR, SEE SCHEDULE
PRE-FINISHED
METAL FLASHING
MASONRY ANCHOR
BOND BEAM
8" CMU WALL
EXTERIOR INTERIOR
1
21/
2
"
M
A
X
.
METAL THRESHOLD
SET IN SEALANT
DOOR, AS SCHEDULE
HOLLOW METAL FRAME
EQ.EQ.W
H H
W
TYPE A TYPE B
W
H
TYPE C
PROVIDE 10" KICK PLATE @ DOOR 06 & 08
A.
B.
C.
D.
E.
F.
ALL DOORS SERVING AN OCCUPANT LOAD OF 10 OR MORE
SHALL COMPLY WITH CBC SECTION 1003.3.1, 1003.3.1.2,
1003.3.1.3, 1003.3.1.4, 1003.3.1.5 & 11B-404.2.3
ALL HARDWARE TO BE CBC ACCESSIBLE, PER CBC 11B-404.2.7
AND CBC 11B-309.4.
WHERE KEY-LOCKING HARDWARE IS USED POST A SIGN
ADJACENT TO THE REQUIRED MAIN EXIT DOOR WITH 1"
LETTERING STATING "THIS DOOR MUST REMAIN UNLOCKED
WHENEVER BUILDING IS OCCUPIED" MAIN EXIT ONLY.
MAXIMUM EFFORT TO OPERATE DOORS SHALL NOT EXCEED 5
POUNDS (38N) FOR EXTERIOR AND INTERIOR DOORS, SUCH
PULL O R PUSH EFFORT BEING APPLIED AT RIGHT ANGLES TO
HINGED DOORS & AT THE CENTER PLANE OF SLIDING OR
FOLDING DOORS. COMPENSATING DEVICES OR AUTOMATIC
DOOR OPERATORS MAY BE UTILIZED TO MEET THE ABOVE
STANDARDS. WHEN FIRE DOORS ARE REQUIRED, THE
MAXIMUM EFFORT TO OPERATE THE DOOR MAY BE
INCREASED TO THE MINIMUM ALLOWABLE BY THE
APPROPRIATE ADMINISTRATIVE AUTHORITY, NOT TO EXCEED
15 POUNDS (66.72N), PER SECTION 11B-404.2.9
CONTRACTOR TO VERIFY ALL DOOR DIMENSIONS. DOOR
OPENING SIZES INDICATED ARE NOMINAL; VERIFY THAT FRAME
AND DOOR ASSEMBLY FIT WITHIN OPENING DIMENSIONS.
ALL DOORS TO BE PROVIDED WITH SINGLE ACTION LEVER OR
PANIC HARDWARE OR REMAIN UNLOCKED DURING BUSINESS
HOURS (GROUP B OCCUPANCY).
EXTERIOR STORAGE
1
2
CONCRETE SLAB
GATE, AS SCHEDULED
1/
2
"
M
A
X
.
(E) ASPHALT
PROJECT NUMBER:
DATE:
ISSUES / REVISIONS
SEAL
CHECKED BY:
DRAWN BY:
DATE DESCRIPTIONNO.
a r c h i t e c t s
15375 Barranca Pkway . Ste. A-216
Irvine, CA 92618
T: 949.788.9223
F: 949.788.0716
SNIHS
Y
K
S E
Expires
JANUARY 2027
RTADIVA
D
CT
ET
nia
r
NCE
I
tat
No.C18642
HS
ialCfoef
I
o
S
CRE
L
09/05/24 PC SUBMITTAL
A-7.0
A.A
D.S
24-09-05
0624
1540 E WARNER AVE,
1560 & 1570
BROOKHOLLOW DRIVE
SANTA ANA, CA 92705
BROOKHOLLOW
OFFICE PARK
STORAGE &
TRASH
ENCLOSURE
DOOR SCHEDULE,
GATE & DOOR
DETAILS
N.T.S.
TRASH ENCLOSURE1N.T.S.
TRASH ENCLOSURE JAMB2
N.T.S.
GATE LATCH @ TRASH ENCLOSURE3
N.T.S.
CANE BOLT SECTION & ELEVATION4
3" = 1'-0"
EXTERIOR DOOR HEAD/JAMB SIM.6
3" = 1'-0"
EXTERIOR DOOR HEAD7
3" = 1'-0"
DOOR THRESHOLD8
DOOR
NUMBER LOCATION W (WIDTH)H (HEIGHT)TYPE
DOOR FRAME DETAILS HDWR
SET NOTESMATERIALFINISHMATERIALFINISHHEADJAMBTHRESH.
ENCLOSURE @ BLDG. 1544
01 RESTROOM 3' - 0"7' - 0"A 7/A-7.0 6/A-7.0 8/A-7.0 01
02 STORAGE 3' - 0"7' - 0"A 7/A-7.0 6/A-7.0 8/A-7.0 02
03 STORAGE 12' - 0"7' - 0"C
ENCLOSURE @ BLDG. 1560
04 SUPPLIES 3' - 0"7' - 0"A 7/A-7.0 6/A-7.0 8/A-7.0 02
05 TRASH 8' - 0"7' - 6"B
06 GENERAL MAINTINANCE STORAGE 8' - 0"7' - 6"B 5/A-7.0 03
ENCLOSURE @ BLDG. 1570
07 TRASH 6' - 0"7' - 6"B
08 STORAGE 6' - 0"7' - 6"B 5/A-7.0 03
DOOR SCHEDULE
DOOR LEGEND
HARDWARE SETSDOOR ABBREV.
AL
CL
CT
(E)
FF
FL
FRP
GA
HC
HF
HM
HML
IG
ML
NR
PT
PC
PG
PH
PL
SC
SG
ST
STN
TG
WD
ALUMINUM
CHAIN LINK
CLEAR TEMPERED GLASS
EXISTING
FACTORY FINISH
FIRELITE GLASS
FIBERGLASS REINFORCED POLYESTER
GALVANIZED
HOLLOW CORE
HOLLOW METAL SLIDING FOLDING
HOLLOW METAL
HOLLOW METAL KNOCKDOWN
INSULATED GLASS
METAL KNOCK DOWN
NON RATED
PAINT
POWDER COATED
PAINT GRADE WOOD
PANIC HARDWARE
PLASTIC LAMINATE
SOLID CORE
SPANDREL GLASS TEMPERED
STAIN GRADE WOOD
STAINED FINISH (CLEAR SEAL)
TEMPERED GLASS
WOOD
HARDWARE GROUP: 01
RESTROOM, (DOOR 01)
DOOR: SINGLE, HM, NON RATED
QTY DESCRIPTION MODEL FINISH MANUF.
(3 EA) HINGE 3CB1 4.5X4.5 626 IVE
(1 EA)CLASSROOM LOCK B561 626 FAL
(1 EA) CLOSER 9300 BC 626 NOR
(1 SET) SEALS S88 -PEM
(1 EA)THRESHOLD
(1 EA) SWEEP 309 ANB -PEM
(1EA)WEATHER STRIP
(1 EA)GASKET PERIM ETER
DOOR NOTES
1 02/14/25 PC RESUBMITTAL
2 04/24/25 PC RESUBMITTAL
4 10/01/25 FIELD REVISION
HARDWARE GROUP: 03
STORAGE @ 1560 & 1570 (DOOR # 06 & 08)
DOOR: MTL. SWING GATE
QTY DESCRIPTION MODEL FINISH MANUF.
(4 EA) HINGE 3CB1 4.5X4.5 626 IVE
(1 EA)STOREROOM LOCK F-5811(Q)626 FAL
(1 EA) 10" KICK PLATE
(1 EA)FLUSH BOLT (ON LEAF W/O LEVER)
HARDWARE GROUP: 02
RESTROOM, (DOOR 02 & 04)
DOOR: SINGLE, HM, NON RATED
QTY DESCRIPTION MODEL FINISH MANUF.
(3 EA) HINGE 3CB1 4.5X4.5 626 IVE
(1 EA)STOREROOM LOCK F-5811(Q)626 FAL
(1 EA) CLOSER 9300 BC 626 NOR
(1 SET) SEALS S88 -PEM
(1 EA)THRESHOLD
(1 EA) SWEEP 309 ANB -PEM
(1EA)WEATHER STRIP
(1 EA)GASKET PERIM ETER
3" = 1'-0"
THRESHOLD @ STORAGE GATE5
4
4